koopas
Aerospace
- Aug 24, 2002
- 106
Hello all,
Last week, I got a hold of both of Michael Niu's books on stress analysis and structural design. Someone suggested to me Jean Claude Flabel's Practical Stress Analysis for Engineers. Can you recommend this book? I've read fairly positive reviews. Another classic which I've only come to know about is Roark's Stress & Strain book. Would that text help the airline engineer at all?
What would be nice: a layman's text explaining the SRM! Something entitled "SRM: secrets revealed". Frankly, I am having difficulties looking things up in the SRM. For instance, the other day, I wanted to know the acceptability/requirements/parameters required to cold work an angle that held the cargo door seal depressor to the cargo door frame. I couldn't find anything in the SRM on the subject. The angle didn't seem dented too badly but my lack of experience made me reluctant to give the go ahead to cold work it. In the end, I called out for a dye-pen. or eddy current inspection for cracks after the cold-work, and alodine/prime/paint...as a temporary repair (replacement of angle at "A" check).
My lack of experience certainly stood out that day. Mechanics were expecting my repair order but I was fumbling to research data while the plane sat at the gate. I wished there could be a resource (text, web site) for common sense aircraft information used by liaison engineers without the drawn-out nature of the SRM. I find the latter a little dry...and the information hard to locate. Even when I do locate the information, some of it is obscure.
I am sure one of the other experienced structures guys could have guided me that day but I was the only one. So let me ask you this...what are the limitations of cold-working metals? When can you do it and when can't you? What should you look for when cold-working metals? The angle is attached via rivets to both structures.
1. I looked on the myboeingfleet.com drawing and i couldn't find the angle material. I digged up a Boeing structures training manual (which I find more "user friendly" than the SRM) which directed me to
1.1 cadnium plate if it was steel, then alodine/prime/paint
or
1.2 adodize if it was aluminum, then alodine/prime/paint
since I didn't know the material, I only called out the alodine/prime/paint part. I realize that 2024 is more maleable than 7075 when cold-worked, correct? Would you have called out for dye-pen or eddy-current crack inspection? Is the only difference that you have to strip the paint to dye-pen?
Anyway, what would you have done differently? What did I do wrong and what did I do right? ARRGHHH! Sorry for all the scatered questions...feel free to include your replies in my original text. Thanks.
Young frustrated engineer.
Last week, I got a hold of both of Michael Niu's books on stress analysis and structural design. Someone suggested to me Jean Claude Flabel's Practical Stress Analysis for Engineers. Can you recommend this book? I've read fairly positive reviews. Another classic which I've only come to know about is Roark's Stress & Strain book. Would that text help the airline engineer at all?
What would be nice: a layman's text explaining the SRM! Something entitled "SRM: secrets revealed". Frankly, I am having difficulties looking things up in the SRM. For instance, the other day, I wanted to know the acceptability/requirements/parameters required to cold work an angle that held the cargo door seal depressor to the cargo door frame. I couldn't find anything in the SRM on the subject. The angle didn't seem dented too badly but my lack of experience made me reluctant to give the go ahead to cold work it. In the end, I called out for a dye-pen. or eddy current inspection for cracks after the cold-work, and alodine/prime/paint...as a temporary repair (replacement of angle at "A" check).
My lack of experience certainly stood out that day. Mechanics were expecting my repair order but I was fumbling to research data while the plane sat at the gate. I wished there could be a resource (text, web site) for common sense aircraft information used by liaison engineers without the drawn-out nature of the SRM. I find the latter a little dry...and the information hard to locate. Even when I do locate the information, some of it is obscure.
I am sure one of the other experienced structures guys could have guided me that day but I was the only one. So let me ask you this...what are the limitations of cold-working metals? When can you do it and when can't you? What should you look for when cold-working metals? The angle is attached via rivets to both structures.
1. I looked on the myboeingfleet.com drawing and i couldn't find the angle material. I digged up a Boeing structures training manual (which I find more "user friendly" than the SRM) which directed me to
1.1 cadnium plate if it was steel, then alodine/prime/paint
or
1.2 adodize if it was aluminum, then alodine/prime/paint
since I didn't know the material, I only called out the alodine/prime/paint part. I realize that 2024 is more maleable than 7075 when cold-worked, correct? Would you have called out for dye-pen or eddy-current crack inspection? Is the only difference that you have to strip the paint to dye-pen?
Anyway, what would you have done differently? What did I do wrong and what did I do right? ARRGHHH! Sorry for all the scatered questions...feel free to include your replies in my original text. Thanks.
Young frustrated engineer.